Measurement on soil deformation caused by expanded-basepile in transparent soil using particle image velocimetry（PTV）

A new small-scale geotechnical physicalmodel in 1-g and unconfined condition, combiningthe transparent soil, close-range photogrammetry andparticle image velocimetry （PIV）, was employed,which provides a non-intrusively internal deformationmeasurement approach to monitor the internaldeformation of so...

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Veröffentlicht in:	山地科学学报：英文版 2017, Vol.14 (8), p.1655-1665
1. Verfasser:	QIChang-guang ZHENG Jin-hui ZUO Dian-jun CHEN Geng
Format:	Artikel
Sprache:	eng
Schlagworte:	Close-range Expanded-base Geotechnical Particle photogrammetry physical pile soil Transparent velocimetry（PIV）
Online-Zugang:	Volltext
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